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Bridge Insight : New Development in Long Span Arch Bridges
Takomborerwa Hove who is a senior engineer in AECOM UK will introduce a bridge design carried out in 2017 for new Composite integral bridge. The B9090 White Bridge Replacement project was commissioned by The Highland Council, Designed by AECOM and constructed by RJ McLeod.
The replacement bridge was commission to bypass a Category A Listed stone bridge, which was built in the early 1750. The new bridge is a 40m span integral steel/concrete composite structure designed to support the realigned B9090 over the River Nairn.
The webinar will highlight how Midas was used to the design of the new structure. It will also cover points including how long term effect and construction sequence were considered.
Introduction
Case Study: Composite Steel Integral Bridge
We will see how the bridge replacement project went and how to design the steel composite bridge.
Question & Answer
3D Excavation and Piled-Raft Foundation
[Part 1] 3D Geometry modeling and Meshing
[Part 2] Analysis control and checking results.
3D Excavation and Piled-Raft Foundation
[Part 1] 3D Geometry modeling and Meshing
[Part 2] Analysis control and checking results.
3D Excavation and Piled-Raft Foundation
[Part 1] 3D Geometry modeling and Meshing
[Part 2] Analysis control and checking results.
3D Excavation and Piled-Raft Foundation
[Part 1] 3D Geometry modeling and Meshing
[Part 2] Analysis control and checking results.
3D Excavation and Piled-Raft Foundation
[Part 1] 3D Geometry modeling and Meshing
[Part 2] Analysis control and checking results.
3D Excavation and Piled-Raft Foundation
[Part 1] 3D Geometry modeling and Meshing
[Part 2] Analysis control and checking results.
Key Point 1: Construction sequence for bridge
Piles, beams and deck are constructed in a sequence and it will be demonstrated. The results should take account accumulated dead loads. This is easy work process if you know how to use grouping function in midas Civil.
Key Point 2: Consideration of long-term effect
There is not only a way to consider long-term effect in the analysis. This webinar will show you apply multiple modulus of elasticity for the concrete. And we can assign the second modulus of elasticity to permanent dead loads.
Key Point 3: Automatic steel member design reports
Steel Code Check simply checks the sections that you have defined against the relevant checks for axial, bending and shear checks. Optimal Design Section seeks to select the best section taking into account loads in model. This offers a relatively quick and easy way to check sections with the model and a quick way to identify the most heavily loaded member.
Seninor Engineer | AECOM UK
Seninor Engineer | AECOM UK
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1. Participation of this seminar is FREE.
2. We recommend you to register immediately since the number of seats are limited.
3. If you come early to the seminar place, you can enjoy the welcome snack and coffee/tea.
4. For effective training session, we recommend you to bring your personnel laptop computer in order to get the hands-on experience of MIDAS software.
5. Training license and installation guide will be provided to all registrants before the seminar in advance.
1. Participation of this seminar is FREE.
2. We recommend you to register immediately since the number of seats are limited.
3. If you come early to the seminar place, you can enjoy the welcome snack and coffee/tea.
4. For effective training session, we recommend you to bring your personnel laptop computer in order to get the hands-on experience of MIDAS software.
5. Training license and installation guide will be provided to all registrants before the seminar in advance.
Participate in Survey event. 16 GB USB-flash drive will be provided to the one who submit the survey. Participate in Survey event. 16 GB USB-flash drive will be provided to the one who submit the survey. Participate in Survey event. 16GB USB-flash drive will be provided to the one who submit the survey.
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